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HomeMy WebLinkAbout1000-90.-1-9 OFFICE LOCATION: ®f s® �® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 12, 2022 Re: LWRP Coastal Consistency Review for JOSEPH & KRISTINA OTTOMANELLI SCTM# 1000-90-1-9 Michael Kimack on behalf of JOSEPH & KRISTINA OTTOMANELLI requests a Wetland Permit to demolish existing dwelling and foundation; construct a new two-story dwelling and attached garage with a 3,130.56sq.ft. footprint; construct a 18'x38' (684sq.ft.) in-ground swimming pool; install an 8'x8' (64sq.ft.) in-ground spa; construct a 21.25'x20' (425sq.ft.) cabana with a 3'8"x4'4" outdoor shower; install an I/A OWTS septic system on the landward side of new dwelling; install seven (7) 8' diameter drywells to control stormwater runoff and pool backwash; construct a berm of approximately two (2) feet in height to level the area around the pool, spa and cabana; install a 2,360.42sq.ft. raised paving stone deck around the pool, spa and cabana with stairs to ground; install a fire pit in the deck area; install 4' high pool enclosure fencing with gates; and to install a pool equipment area, generator and a/c unit(s). Located: 250 Midway Road, Southold. SCTM# 1000-90-1-9 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP provided the following is considered to further policy 6. 1. Require a vegetated buffer to protect surface water quality. 2. Identify outdoor shower drainage. 3. Preserve existing trees. 4. Maintain house line with setbacks. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold LWRP OF CONSISTENCY ASSESSMENT FO S ®�,20 t 2 A. INSTRUCTIONS P/d nn n9 a aowh ra 1. All applicants for permits* including Town of Southold agencies, shall complete this for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coiastal Erosion Hazard Area. 2, Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed 'action will be evaluated as to its si fi�au'icant beneficial and adverse effects upon.the coastal:area.(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in.detai4 listing both supporting and non- sunortine:facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM## ® - of PROJECT NAME rLG The Application has been submitted tVaction ate response): Town Board ❑ Planning Boardept. ❑ Board of Trustees Ckd 1. Category of Town of Southold ack appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) a (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: OTTOMANELLI RESIDENCE: PROJECT DESCRIPTION Demolish existing dwelling and foundation. Construct new dwelling with a footprint of 3,130.56 SF.The proposed dwelling will be located 85 feet from the closest tidal wetland line along the southern property line. (the existing dwelling is located 76 feet from the closest tidal wetland line. Install an in-ground pool ( 18 ft. x 38 ft. = 684 SF ), located 84 feet from the closest tidal wetland line along the southern property line.. Install an in-ground spa (.8 ft. x 8 ft. = 64 SF ), located 87 feet from the closest tidal wetland line along the western property line. Construct a cabana ( 21.25 feet x 20 feet=425 SF ), located 98 feet from the closest tidal wetland line along the western property line. Install an I/A OWTS septic system with the closest point of the disposal field being 118 feet from the tidal wetland line along the southern property line. Install seven (7) 8 foot diameter drywalls with the closet one from the southern tidal wetland line being 55'6" and the closest one from the western tidal wetland line being 52 feet. Construct a berm of approx. 2 feet in height to level the area around the pool, spa and cabana, Install paving stones around the pool, spa and cabana.The paving stones surrounding the pool on the south side will be 81 feet from the tidal wetland line.The bottom of the proposed staircase will be 76 feet from the tidal wetland line.The paving stones surrounding the spa will be 84 feet from the western tidal wetland line.The paving stones surrounding the cabana will be 96'6" from the western tidal wetland line. P Location of action: 25- Hilo y Site acreage:, �a 9 Present land use: SAH 11-y Present zoning classification:_ ��6 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: kA?f „/ Cl' ®/, ,P,c �T -HAA14-41Z (b) Mailing address: 6 O)Z- O!- gPdEA/ C/ r -4 Al X /0�3 (c) Telephone number: Area Code( ) – (d) Application number, if any-:--/4)/1q Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 1:1 No If yes, which state or federal agency? _ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. IIE'VELOPEII C:OA.ST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LNVRP Section III--.Policies; Page 2 for evaluation criteria. Yes ❑ No R1 Not Applicable 2949902,64-5-19 ZE 7-V R AAI HCll"l7'�d� /1/& W rL 1 GA L6Q ON M-4 r61,4 7 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III–Policies Pages 3 through 6 for evaluation criteria F] Yes n No D4 Not Applicable 14B ® L1'�"a•!Z! ANS/d ��Cd- A901 O&Z 0,44 45: 4,VV-,QJh1Ao01&- LYS B-WQMeZY- Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ No Not Applicable ❑ Yes 1110 ilz?i U De- 7V-195 P'6�10A5ZIWI-4 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No W Not Applicable ZS: A6%LCANQA1 Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LNVRP Section III —Policies Pages 16 through 21 for evaluation criteria F] Yes 1:1ro No u Not A plic ble POLICY /� CYT /7��� AIMUCA7701V Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages.22 through 32 for evaluation criteria. Yes No Not Applicable AR 10R2 W i0-U66 IY !947-T Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. F] Yes 0 NoNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous substances and wastes. See L'VVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No X Not Applicable At PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Yell No R1 Not Applicable Attach additional sheets if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III•—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑..No IZ Not Applicable AMZCA"WAV Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Xf Not Applicable _ 4 ARIAM PREPARED �� TITLEDATE T2 ' a 231.10' ---------------:-------------------------------------------------------- --- EXISTING — p� -z ® UTILITY FOL O.N.ELECSERVIC \` r------------------- ---------- - ----------------- -- - ` 50.00' \\ I � , I , PROPOSE D I CABANA '�\ DRIVEWA`I- i9 I I -v AfnROPOSEE) ,DWELLING \ 1 U � �F-AVING STONE m \ 0 \ N I FIREPIT \ P I PROPOSED ELEV.-10.02' \\ \ U 8' xS , \ W -GROUND \ ❑ IN-GROUND I POOL \ i \\ PROPOSED \ SEPTIC AREA \, BERM AS REQUIRED STEFS UP 8 \ BUILDABLE AREA \ FOR NEW NOME \ D' REAR l )NING SETBACK LINE \ ` DEC -15' SETBACK--� LINE -I I I I HIGH WATER MARK � i I 1: f ate r (1)Ottomanelli Residence , Taken Sept. 14,2022 Looking WSW t x+.50 arm .Y {2)Ottomanelli Residence Taken Sept. 14,2022 Looking SW r Y HJ r f '.aaa .P =t*1 '','fie.• * _ ,.. ^' .�-. r'ilfKl'f•• .if►•� l.5OCS(�(1 O��U �� �V° (3)Ottomanelli Residence S. .. ffi: s ;r2k' at►f� Taken Sept. 14,2022 Looking NW i is (4)Ottomanelli Residence Taken Sept. 14, 2022 Looking NW t/ i i r •. W ,.;,� ��+•- '�, _ o. yam:_ .� - - _ • �, s .f (5)Ottomanelli Residence Taken Sept. 14,2022 Looking North i t ` r f � f r+• V } f. (6)Ottomanelli Residence Taken Sept. 14,2022 Looking East t �� -t fir' ., ,�,_ ♦=... r {� s� M .tr y N_JIf{r • (7)Ottomanelli Residence Taken Sept. 14, 2022 Looking ENE w I r,. ........ A ♦ ,W. _ y.;�,�.F.. _. �•r � ' J� fit."�_ qwr .. Q ( )Ottomanelli Residence Taken Sept. 14, 2022 Looking East �� t• l' Kwti + - y, •,r - ,�4{ 11 �• Y 202�2/ �9/14 13 :43 (9)Ottornane Ili Residence tTaken Sept.14, ' 22 Looking East wv­ Taken Sept. 14, 2022 el Looking South aY w rf • 1 � r * A• .?.•:f' `'.�4 ,!'`, . .. -.-, 1.. .�1,.: l�' �'..;�,N4?311:v.-.-. � �'-S 3� 11) Ottomanelli Residence'. .i' Taken Sept.14,2022 Looking West FIR `1 (12 Ottomanelli Residence . .• r" .�-t. Taken Sept. 14,2022 Looking West m tza, nm 2,m azau ,b161 • 4 N ft h ,. ,AA„, „ z s 23AIq ,• � r••� h A �x (47 2 WcES,oE xr _ e m ♦ e 1 � � O a CEP AR -T PAINT ravr,a swTMan ,,,, Pr zbYq .% • o • • y / 4-0 rs 1 A h (2 M�- ,s a � r Resr urrE M. �� a �F a • w , oik. ro pqR a � e u x. , r ' � � •.m-.,-r.•r ---ca(=r--- � a a. ,ovmar � � a .x , - ,x rx• 1 soun,nN fsf •" P , O � on 2 , „ >o N � � r r rh r x• w r r w r rw ... r mn w ' i n•r • • r r r � r r "moi 'r•e.rT—..ter r . Aec BAY L ,...•,. , —"�— ..� Iz,l •. ____ •••u --p-- -- xryn .�xc. COUNTY OF SUFFOLK © E ggRNgp SECTION NO c...•_r.w 2 �� ....w r. Real Property Tax Service Agency r ON E ti`___ O -- — -- -- (alrrrs axrrluxxnraa,xv t,st N N .rr x, ..� rxryn>t,ix `mow —__— �� --.-- rw--.r-- w R • ,.0. PROPERTYMM Mq w•w J SURVEY OF LOTS 141 , 142 & P/0 143 MAP OF 1'0',43,50 CEDAR BEACH PARK to " L°Tj FILE No. 90 FILED DECEMBER 20, 1927 Ali i SI T UA TED A T "epdf BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK C/ HA/N UNK ok l "k� 0. NCEN°fPAVOCO? S.C. TAX No. 1000-90-01 -09 If 23,• • SCALE 1 "=30' x& ZO l °�' 3;��e 4•?s�e ROW 10'. 0 y NOVEMBER 8, 2007 Q�`� x // �� 2S e , +� C El V E MAY 16, 2012 ADDED CROSS SECTION `� �0 F° 0MAY 259 2012 LOCATED WETLANDS °�°Wv / / / / y I I l� OH�D WIRES Nc l�N :' AUGUST 8, 2012 SET LATH AT TOP PROP. BERM I ` SEP 1 9 2022 POLE y 1 > I METER I:.: e,� Solftho!d Town — z N I x l J f o Board of Trustees AREA — 5 6,414 s ft. o / l /l \\ I 1.7 \� 1 OR°y r9�'� °� 0� &RICH 9�q<� ° I I. 0, 1 00 Sr�P c, (TO TIE LINES) 1 .295 ac. \\' ARBECUE \ ps r ., k �y1P I v :.• .' F-�-�I PO o Wc5 y _ C' a•s� r e• L I \ I \ \ \ � ---- — I � 11� L � or x I 1\ \ Ism \\ \\ / \ so4" �'� .' \. \ ='I o ao CERTIFIED TO: \ \ \ \ \ / x 1°.5 I �I Z •.!� FIDELITY NATIONAL TITLE INSURANCE COMPANY Z \\\ \\ LOT �¢.2 \\ \\\ G r°�� \ •.� A '•�i F '�� � PECONIC ABSTRACT, INC. \\ti° ' °�F '� •� HENRY KAMINER o "y�� \ \\ \ x� \\ / \\ \ X e G BELLE VIEW, LLC x 10.4 < juin 00 ss�s \ \ /\ \ / \ x 10.4 ?0, ,0 9 X-U\ \\ Woo° 3' .�: 19A 116 A-74 C / \ —— —� �o� ARK \]>tr \\ \?0•,R \ / \ .8.1 x�u 29 "Q) ��2) 1% lOT \\ I \I "IJ 1\ NOTES: \ q�., \ \ :o �a 1. ELEVATIONS ARE REFERENCED TO HIGH WATER MARK DATUM x� EXISTING ELEVATIONS ARE SHOWN THUS:.;�.o _ -- \ EXISTING CONTOUR LINES ARE SHOWN THUS: — ——s————— p \\ �x F.FL — FIRST FLOOR \ G.FL — GARAGE FLOOR 730 0'43,5 \ x •00, / "ie£ 2w� S Yy m \ e p/O L° w�Ar) � \ FO PNC � .•'.'a �•4�r `V ��3 '� , p e'VI C'V ry tt YY I• l5f'.:• t PREPARED ACCORDANCE WITH THE MINIUM STANDAR SI FOR TITLE SURVEYS AS ESTABLISHED THE FOR SUCH I USE BY THE PNEW VYORKNSTATDE LAND TITLE ASSOCIATION. N 2 rn tP'DO+ rY �S N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan Taft Corwin COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanleh J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Jose A. In a no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 LAWN OR PLANTING SOLID WALL DOME SD PIPE CONNECTION STRAW BALES, LAID TIGHTLY END-TO-END, Gustayson/Dundes SOLID CONCRETE COVER TO CATCH BASIN FENCE POST BINDINGS HORIZONTAL, EMBEDDED 4" MIN. IN ZONING DISTRICT = R-40 LOUD DENSITY COPYRIGHT © 2022 (SPACING V-0" O.C.) SOIL, PLACED ON CONTOUR OR AT TOE ALL RIGHTS RESERVED FABRIC OF SLOPE. REPLACE PROMPTLY IF DAMAGED. S.C.TAX NO. 1000-90-01-09 12" COVER 1'MIN - 2' MAX (3'-0' WIDE) CONSULTANTS: MIN. UNDISTURBED NATIVE MATERIAL 2"x2" UOODEN STAKES, 2 PER BALE, EXISTING LOT AREA = 56,041.93 SF DRYWELL CALCULATIONS - EQUIDISTANT. DRIVE FLUSH, FIRST STAKE AREA OF FLAGGED WETLANDS = 1,203.-13 SF ANGLED TOWARD PREVIOUSLY LAID �� - BALE, 2ND STAKE VERTICALLY. ALLOWABLE LOT AREA = 56,041.93 - 1,203.13 = 48,838.20 SF ® ® ® ® ® ® AREA OF NEW ROOF = 3555 of x .42 (5" RAINFALL)0E am DEM Ell Vj 9 ORIGINAL HOUSE LOT AREA COVERAGE = 2,4��.�4 SF \\�/\ \�\ / ALLOWABLE LOT COVERAGE = 20ro x 48,838.20 = 9,-16-1.64 SF ® ® � gn ® ® ® 1,493 CF OF WATER \\! RATEABLE ® ® ® ® ® ® ® VARIESSEE \ \/ �\ / o REVISIONS: BACKF LL ® ® \\.\V NOTE: 2'-5" MI 8' D IAM x 5' HIGH = 211.10 GF OF WATERPROPOSED DWELLING = 3,228.06'SF AOCT 31, 2022 ® ® ® ® ® DIG 6 WIDE 4 DEEP \\j\\ \�` � INSPECTION SHALL BE FREQUENT AND ® ® ® ® ® ® ® TRENCH. BURY BOTTOM REPAIR REPLACEMENT SHALL BE MADE - Z PROPOSED FRONT ENTRY = 56,356F RESPONSE TO DEC LETTER - 8 DIAM. RINGS= 1,4-i�.� CF PROVIDED 1'-0" OF FABRIC, TAMP PROMPTLY AS NEEDED. BALES SHALL BE cfJ - \\ /\i REMOVED WHEN THEY HAVE SERVED THEIR PROPOSED CABANA = 425.00 SF DATED 10-2-1-2022 8' DIA. PLUS DOME IN PLACE. j \\\� USEFULNESS SO AS NOT TO BLOCK OR 2' MIN.To \/ // PROPOSED POOL DECK AREA = 3108.42 SF GROUND WATER IMPEDE STORM FLOW OR DRAINAGE. \� (PROPOSED POOL 4 SPA = -148 SF) A NOV 4, 2022 _ {PROVIDE STRAW BALES AROUND STOCKPILES ITYP) 2 ADDITIONAL DOS TOTAL PROPOSED LOT COVERAGE = 6,817.83 SF / 48,838.20 = 13.96 io INFORMATION AS REQUESTED D DRYUJELL DETAIL D l 2 SILT FENCE DETAIL D 3 &T RAW SALE DIKE DETAIL. GROSS SQUARE FOOTAGE CABANA = 80,13 GSF A002 N.T.S. A002N.T.S. AOO2 N.T.S. GROSS SQUARE FOOTAGE FIRST FLOOR = 2,408.09 Ger- 2 SF2 GROSS SQUARE FOOTAGE SECOND FLOOR = 2,115.14 GSF PROPOSED TOTAL PROPOSED GROSS SQUARE FOOTAGE = 5,263.3(o GSF D E 0 w E OUTDOOR SHOWER ALLOWABLE GROSS SQUARE FOOTAGE = 5,100 + 441.91 = 5541.91 GSF OK 231.10' 3'-8" x 4'-4" _ _ _ _ _ _ _ C5io OF LOT AREA OVER 40,000 SF - 5% x 8,838.20 = 441.91 SF) 1!0V - 7 2022 VFL, ------------ - Y ------ --- --- - I ------------------------------ O.H. ELEC. SERVICE---XISTING- ----- YARD SETBACKS =LITH I „ U GATE TO BE REPLACED w/ EW Southold Town 98 _0 , UNDERGROUND SERVI E - FRONT = 50' REQUIRED, 50' PROVIDED 80ardofTrustees �U1 i11 � 2 � it I1_ ��Ul- 4 -0 H. _ - 8 -0 DIA. REAR = 50 REQUIRED, 134 PROVIDED d) cn---� -FENCE_ _ _ AREA FOR----- - A%G UNITS- --- _ - DRYWELL SIDE = 15' AND 20' EACH, 15' AND 109' PROVIDED 59'-6"fy- \ J \ MAXIMUM HEIGHT = 2 1/2 STORIES, 35' TO MID POINT OF GABLE fy ' I _ .1 2GRAVEL 50.00' IpRYWDLL LAWN �\ DRIVEWAY � � �N� PROJECT 1S NOT LOCATED IN FEMA FLOOD ZONE 10 13(0 li II• I �` ��O1v'� 5��� \I �J Z i i ELEV. 8.00 DECK , ' RAISED 2 I 2 APPROX. POOL DECK FLAG _ ' I 2'-0" 2360.42 SF .,�"I �\ LAWN \, �.�4' .o K V-0" DIA. L GATE \PAVING STONES � 2 • DRYWELL 2 ` - -1 ( aL 1 O FRONT ENTRY \ OO - �.6' 24.00' m � 5'-0" X (1'-311 FIREPIT 8 50'-0" ' � ` / �' 8R0'Px08E m" � PROPOSED SEPTIC AREA 0 O f- ELEV. 10.02' RE R SETBACK IN-GROUND � O LINE I N i SPA o B 0 � FLA POOL i I V-0" DIA. m ` � �r 1 2125' 10.04' • DRYWELL 3.00 BACKWASH � I r DRYWELL ' II I i I i I i �\ „:-- ?�f. rA 291 19.40' 2 tu I \ 000 X 841-011 I I / QI o \ "� ' \\ SEPTIC � 81 r 0 TANK '- i BERM 6 REG2UIREL___ o 2 \\\ I I � \ \ � _ L-J V_m IA . S LAWN POOL GENERATOR \ LpRYWYLL • ELEV. 8-00 - STEPS _ EQUIP. � 36.4 ' �' - 3125 LAWN UP 1 - --- 2 \`�\ PARKING ,g FLAG I S'-0" DIA. 4'-0" H -� EXISTING \ AREA g 0 G l DRYWELL BERM AS REQ'D GATE FENCE � DWELLING O 8 •� TO BE REMOVED � �' `� 0 - •� `' DEC 15' SETBACK`\'� �� \ 0 E PROJECT NAME: O c� O N ® H •�•�• LINE 1 13.38' cr REPLACEMENT DWELLING � \•� `� / DRYWELL ` \1 DRYWELL OTTOMANELLI RESIDENCE 50 REAR / ` ZONING SETBACK _ .-.-•-.- ------- -•-•-•-•-•- •-•-•-•-•-•-•- -• - . \ -.............-._ 12.94' 225 ,n _ _ •� -_�•- -� •-• I X500' 4. I 250 MIDWAY OA LINE / � ROAD FLAG , - LINE OF SILT FENCE �_ �i SOUTHOLD, NY 119-(1 \ � ' 1 AREA AN A I �GJ' (CJ DRAWING TITLE: = r +- 1 � PATH TO CONNECT TO FRONT i OVERFLOW I SITE PLAN AREA I ® 24.00 x 3.94 = 94.56 SF ZONING INFORMATION �4 of HOUSE PARKING MISC. DETAILS LINE OF HIC��-I WATER � ' MARK DELINI'EATING � � I ® 19.40' X 22.00' = 426,80 SF L FLAG AREA OF TIDAL I I C WETLANDS x 31.25' = 1598.13 SF 101- " NON TU F UFFER I ; ® 24.86' x 2-1.251 = 011.44 SF \ I O I _ _ u �,, I i E 22.00 x 12.94 284.68 SF 2 -� FLAG FLAG FLAG FLAGGED TIDAL WETLAND LINE ; 1.6-1' x 5.00 = 8.35 SF MAIN HOUSE I 3,228.06 SF • . G 4.08 x 0.50 2.04 SF FLAG - U I O 4.08' x 24.36' = 99.39 SF yr �, o ca fu 4.1-1' x 0.50' = 2.09 SF � . Y 3.94' x -1.-16' = 30.5-1 SF ---- ------------------- --------------------------I 0 u K 133.15' 0.50' x 8.01' = 4.01 SF 2 1 L I 1 FRONT ENTRY ' " � 11.2 x 5.00 = 56.35 SF 535 sF � LINE OF HIGH WATER MARK . - DELINEATING AREA OF TIDAL O 20.00' X 21.25' = 425.00 SF CABANA WETLANDS AND FLAGGED 425.00 SF CA WETLANDS AREA PROVIDED BY O -1.-14' x 3.66' = 28.33 SF �" " "- PROJECT N0: _ NATHAN TAFT CORWIN III. ED - 20.00' x 3.00' = 60.00 SF ��, ��'0, b v 2202 _ SCALE: SITE FLAN N RTH INFORMATION TAKEN FROM (f I� P 16.06 x 10.04 - 161.24 SF SURVEY PREPARED BY W E S T L. A K E D I V E �� A002 1/16" = 1'_0 NATHAN TAFT CORWIN III ® 34.29' X 5.941 = 203.68 SF �� > ' REVISION NO: LAND SURVEYOR POOL LATEST DATE AUG. 8, 2012 ® 23.68' x 36.46' = 863.3-1 SF POOL DECK ' &NOV �, 2022 ' ' 3,108.42 1;. 0. 0 456 `SUE DATE: 25.9-1 x 1-1.23 = 44-1.46 SF SEA OCT. 14, 2 02 2 0 16.00' x 13.38' = 214.08 SF DRAWING FILE: (17� 36.46' x 31.00' = 1130.26 SF '�`002 S FL' N IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED D�RA WING N0: ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED TOTAL BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. = 6,81-1.83 SF - Gustayson/Dundes COPYRIGHT ® 2022 ALL RIGHTS RESERVED CONSULTANTS. REVISIONS: REAR ELEVATION LOOKING EAST CA5ANA ELEVATION LOOKING; EAST ,7.7.\�mo,M . .- FRONT ELEVATION LOOKING WEST PROJECT NAME: REPLACEMENT DWELLING OTTOMANELLI RESIDENCE ti7i fy v11dp�.[Fe!• i 'p",� C to 25f0 MIDWAY ROAD SOUTNOLD, NY 119-11 DRAWINC TIME: _--- ----- - _= - - PYRAMID DRAWINGS SIDE ELEVATION LOOKING SOUTH �A% ., 0 , rr --- PROJECT NO: 2202 (■i�a� SCALE: 46D D E M � � V !jtL�p�s REVISION N0: SEP19 2022 ISSUE DATE: SEAL: SEPT 6, 2022 DRAWING FILE: ,4005PYRAMID Southold Town SIDE ELEVATION LOOKING NORTH RlardofTrustees DRAWING NO: SCALE = 1/16" = V - 00 Gustayson/Dundee COPYRIGHT C 2022 S-1 Cj-2 cJ_1 ALL RIGHTS RESERVED A-301 E-) -303 -303 CONSULTANTS: A2O2 W = W1O x 66 STEEL BEAM X - 1110 x 26 STEEL BEAM REVISIONS. --------------------------- -- ... ----- — ------- F— ---------------} I COMPACTED BACKFILL i I I I B I I I ------------------- 1 L - 11 I I I In� I I I I I I Ioil, 1 I I a l 1 COMPACTED BACKFILL X _ -—_— 1 STEP FOUND. I (-SPRAY FOAM INSULATION 1 1 s I AS REQ'D.FOR I I IN FLOOR JOISTS ABOVE STEPS TYPICAL THROUGHOUT i I N d • 1 U I L I LL F FILLI —� — — — — — — — — — — — — J L I — L — — — — — — II --------------------------------------------------------------- — In, , '[� F�A = 12„ •' 1 I a LINE OF EXTERIOR WAL ABOVE I I 0 9 I CKFILLCRAWL SPACELINE OF FTG.BELOW U CRAWL SPACE. INSTALL 3" °O LSPRAY FOAM INSULATION 0 ' 1IL IN FLOOR JOISTS ABOVE RAT SLAB(TYP) m0 -----------------I FRESH AIR HT. = 4'-0" --I ° — VENT m TYPICAL THROUGHOUT—, U 1 m E-1 II I ro� @ 1 ----------------- �-- E-1 1 m 0 I F---- Z-- - STEP FOUND. A204 I I r 25'-4} r 25'-4? n I AS REQ'D.FOR A203 - 22'-5" I I STEPo II - L-------------------------------- --- --------- ---------------- — F- � II ° 4 _ _ r — ----------------------------, Ii PROVIDE ACCESS DOORS I ( n I'-I FRESH SH AIR FINISHED STORACxE 1 UNEXCAVATED I I J I MECH. RM. 16 I 1 I PROJECT NAME: - W 8'-0"CEIL HT. I COMPACTED BACKFILL FOR ° CLC.HT. = 8'-0" - - - --- —'-- 35(00 PSI 5"CONCRETE SLAB I I i REPLACEMENT DWELLING I . I I I FOR GARAGE ABOVE 1 I CONCRETE3280 I 8D 1 I 1 I s-1 OTTOMANELLI RESIDENCE J I O • 1 O FLOOR 501 'FLOATING' STAIR TO 4"CONCRETE SLAB WITH 6 MIL 1 1 °O I U PARTIAL BASEMENT m I VAPOR BARRIER THROUGHOUT B I A-302 1 p1 . 1 ro m u I I WITH 6 x WWM n 1 I I M 26O MIDWAY ROAD I 04d) ) 0 1 INSTALL 2"RIGID INSULATION ON 1 = I SOUTHOLD, NY 11971 cc WALL AND FLOOR I COMPACTED EARTH TO DECOUPLE L I PROVIDE ALL r - FINISH GF STORAG� I SLAB FROM EARTH - TYPICAL THROUGHOUT I I DRAWING TITLE: 1 UTILITIES AS REQ'D = (-SPRAY FOAM INSULATION Ur' m- 1 I FOR MECH EQUIP. IN FLOOR JOISTS ABOVE ROOM TO BE a I I TYPICAL THROUGHOUT—,,, 16.. - co COORDINATEp I 1 I I I r WITH OINER 1 10.. I I CELLAR FLOOR PLAN S I6" 24'-10}" --- 25'-4}" = 22'-5" 10" � I l e 1 1 --- —�1 1 '' . I I •• I L= ------------------------------J 1 --- ====41 I la CSPRAY FOAM INSULATION 1 II IN FLOOR JOISTS ABOVE I I 1 --------------+- -------------- 1 I TYPICAL THROUGHOUT 2" e'-6" 1'-10" 2'-8" I'-10" 8'-2}" I' I" 1 FURR OUT AND INSULATE n � r� L A r COMPACTED BACKRL}J r L-- --------------- - ALL WALLS ----- �-------------------------- - 7 1-4 -6 -------- — ------ I ° 1 .-u � 1 ------8.. r — ---------—---------- -- ----------- — — --- ---------- I' 2" -------------------------------�I , LG�OM-A-C-TE-D-B A-GKFI-I LJ lI IN OF EXTERIOR WALL ABOVE a INE OF FTG.BELOW J F _ ;^ y m - - �. I mm E5tg' ° STEP FOUND. t - 1 AS REQ'D.FOR i V E I -=--Q-- - -< - - I STEPS ® s - L-------------- �} 24' 101" II'-I} 40'-3}" I SEP 19 2022 PROJECT NO: Southold Town 2202 E- Board of Trustees SCALE: A201 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, REVISION NO: UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ISSUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CELLAR FLOOR FLAN IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX SEAL: SEPT 6, 2022 P 1 TO HIS ITEM THE SEAL AND THE NOTATION DRAWING FILE. "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND ,41010ELLARFLOORFLAN A101 SCALE = 1/4" = 1'-0" WITH FIRST FLOOR FRAMING THE DATE OF SUCH ALTERATION, AND A SPECIFIC DRAWING NO: NORTH DESCRIPTION OF THE ALTERATION. Gustayson/Dundes COPYRIGHT 0 2022 ALL RIGHTS RESERVED -303 CONSULTANTS: E-I M = (3)-2.OE LVL 13/4"x91/4" w/(2)-1/2" STEEL PLT. S-I S-2 A202 N = 11110 x 54 STEEL BEAM A-301 -303 O = W12 x 106 STEEL BEAM P = W12 X 96 STEEL BEAM Q = (2)-2.OE LVL 13/4"X91/4" W -1/4" STEEL PLT. REVISIONS: 0 ® ® R = (2)-2.OE LVL 13/4"x91/4" w/3/a" STEEL PLT. EGRESS EGr£SS UJDH30410 WDH30410 WOH30410 S = 1110 x SB STEEL BEAM HD Hp T = (2)-2-OE LVL 13/4"x91/4" W/3/4" STEEL PLT. UP 3 o U = 2.OE PARALLAM 7"x 91/41' r--------------'— -- A �� V = UJ1O x 26 STEEL BEAM ------------- ma u 2m'-9" "- Y = U)10 x 1.1 STEEL BEAM 1 — --------I-------------- 1 — LINE OF EXTERIOR WALL ABOVE — — — 21' - - - - - - s V HD UP IR _ UP IR I HD OO GUEST BEDROOM r — 5 114 00 CEIL WOOD FL. SGREENEI PORCH <Z>2 o M Do FLOOR ELEV - 12.52' m 11m x= ro H 0 I UP 3R109 I 0 n LINE OF EXTERIOR WAA L Aaove — — — GUEST a _ - - t - --- I BATH H 113 Y I - © jR� © N�E 1m8 9 I I H6 HD 1"1 HD UP IR CTR-2415 F90 5 HB CTCRW13515 ——— — — — ——— — iHRE9HOLD —— 'I - DRY H l4 0 0 _ ®o® 3 lV I I � HB e ,,��`` — t� iRA9H ®® 105 ___ _ r I (L rr__ __________________�== Gustayson/Dundee COPYRIGHT C 2022 ALL RIGHTS RESERVED S-1 CONSULTANTS: -303 E-1 5-1 S-2 A202 REVISIONS: A = (2)-2.OE MICROLAM LVL 13/4"x91/4" w/3/411 STEEL PLT. A-301 -303 B = UJIO x 19 STEEL BEAM C = (2) 2.0E LVL 13/4" x 91/4" w/3/4" &TELL PLT. D = 2.OE PARALLAM 31/2" x 91/4' DECK E = 2.0E PARALLAM 111 x 91/4" ® — G> — F = (2)-2.OE LVL 13/4"x91/411 w/3/4" STEEL PLT. EGRE55 EGRE55 I G = 2.0E PARALLAM 31/211 x 91/41 WDW30410 UJDW30410 SADDLE H = 2.0E PARALLAM 31/211 x 91/4' - I I = WIO x 30 STELL BEAM 2m19„-- 20 W / J = 2.0E PARALLAM 51/4" x 91/411 K = C3)-2.0E LVL 13/4'1x91/411 w211 STEEL PLT. A *2 / I L = (3)-2.OE MICROLAM LVL 13/4x91/4 BED OM " Z = 2.0E PARALLAM 51/4" x 91/4" D GK I I►ml 2xlos \ Is,I /12xI09 �Iv m16"O.G. \ I\-I lel6" O.G. L \- - - - 0 — �,�- --OA - - - - asD PosrF oM� I---�r-I U01430410 WDH�0410 WD030410 I A50 I � I � I I SADDLE SADDLE L_J L _J_L_JJ I L_J 9 1 x Ims GRE9S EGREss K 210 en 1816" O.G. � OWDIi2446 '�' H30410 OWDH30410 20 2480 O z 1 --- -�-" _� --- - - - - - of \ / WA IN CL. ATH / K J 2880 zla — — — BEDROOM*1 � N r- -� - a 0 E I BATH 0I CLG.HT. = 9' I i I I TI FL. M45TER\E�EDROO x / r-� \ @ OFFIC OR 1 24am wooD FL. I I 208 CbS. HT. . �Nv / TILE FL. I 213 r------� @ 0 _ J Ej —, A I Al_]I \ woo L. \ / / ACL I c�N G1L. I zI I x o = POST DN a BATT-I 03 �— v / woo L. I 480 I i \ AU D Y M. /0 p oI I 20T G IHT� : 9'- A TILE FL. L. —� \ I I I I r �i—_—� iC�t 2 I dol 224 I e I \ V/ I I � I I L•I I III- 1 ( II f3 J / Q I ? r a pro X 8m L__j zIb L_J�L_J_L_JJLLJ 212 - E-1 "@I i `�a 1 \ I D 220 2 I 215 POST DN— co �1 I r/ — ---� `s I E-1 HALL 20 s2 I-------J i AzO�. � I I 1 \ POST FROM 0 I� ( A203 ABOVE I 4" DIA STEEL POST 203 POST FROM I gp F�Og ELS- 23b9' -� _ _ - - - -- --- - - - — - - _ — ABoVE_ -- 1 RAILINCx�� F CLG.HT. = 9'-m" m 1 4"DIA.STEEL POST I II L__J L__J II __ EXIST EXIT— — — —201 CLOS e L INEN 4"DIA.STEEL POST I S-1 L—JL-------JL J --- —DN— 202 \ ( A-302 eAr o WALK-IN = (� BEDROOM *13 0 PROJECT NAdfE: o �� -_- --_ I I^ I o CLG.HT. _ �m" — I REPLACEMENT DWELLING M 223 WOOD FL. OPE ___ o1=1=Ic OR UP&T IRs �l_J @ q OTTOMANELLI RESIDENCE - I e o - wooD FL. e ? @ ROOM z21 O I @ BELOW O ——— ——— x 10 FAMILY ROO ❑ \ C .HT. - 9'_m" 2e I \ I I I— \ ——— CLG.HT. = 9'-0" B / TILE FL. \ a \ 250 MIDWAY ROAD 5'-II" 5'_1" —— ——— 11'_10" c 15'-1" 6'-I} I SOUTHOLD, NY 11911 LI EN u --- " 1 91" 5'-0" S'-5" } � � Oj I DRAWING TITLE: 22z UJATE I — — — — — — — — -� / \ 205/- SECOND FLOOR PLAN 2880 CLOS. I RAILING i \ _ 31-01" 8'-9i" L� 5' 0 g } OEGRESS EGRE89 P4545WTR4431 EGRESS EGRESS EGREss LIDW30410 WDH304100 O E ® WDH30410 O WDH30410 WDH30410 O ® . ® o . E-1 - A201 ¢ PROJECT NO: 2202 t-� ���aaa SCALE: P I SECONL/ FL®O� FLAN D E C E I V E REVISION N0: A103 SCALE = 1/4" = 1'-0" NORTH ISSUE DATE: I SEP .� 92022 SEAL: SEPT 6, 2022 I �"- DRAWING FILE: I I A1035ECONDFLPL SQIiI!"1R?�j;QWp DRAWING NO: Board ot7rllstees /4 1 Gustayson/Dundee COPYRIGHT (D 2022 ALL RIGHTS RESERVED S-1 CONSULTANTS: -303 � I - 6-1 S-2 E 1'2 ------ ----- ----------------2I REVISIONS: I I A-301 -303 I \r----------------------------� I IIS--------------------------� 1 c--------------------------------„ I \ / I 111 u II 1 ------------------- 7 1 1 I 1 1 I POST DN I 1 \ — \j\I \ / I/L---------------------------------�j I \ / ------------ I I I \\\ \\\ \\ \POST DN -------------------- CXI35 cX13 5 GXI35 GXI35 CXI35 LB I I i I E-1 I I --v�----- ----p1 1 1—I—I t 1 1 11�—I— —' ---------------1------------------\4"- I I I 1 I I \ E-1 I \ 301 ----- — ---------------I m 4 / I I � 16,_3, o o // I I A203 r I I \\ POST DN N POST DN I $ — -------RIDGE LIE ABOVE--------------- °-------- ---- I I I I I /POST DN 9D 0 UNFINISHED STORAGE X m CEIL.HT 7' UNDER COLLAR TIES \\ I -- ' " 1 \\ I 1 1 I I l J / 60_6i \ l i i A-302 k-------------------------I------- ———————————————I---—— — 101-111 ——————— ————— I I I \ PROJECT NAME: \\\ \\\\ REPLACEMENT DWELLING OTTOMANELLI RESIDENCE I = I 250 MIDWAY ROAD 11L --------�/---- 1 ----\�— --------�/---- I ----\�-------- ; I I SOUTHOLD, NY 11971 ----------------------- �------ WDH 4210 �----------------------------/_------- WDH 4410 -------�-------- O DRAWING TITLE: ---------------------------- _________________________ --------------'-------------- ATTIC FLOOR PLAN A201 ,� R 4> 1 PROJECT NO: 2202 SCALE: 61--TATTIC FLOOR, PLAN , EV E I V E REVISION NO: A1O4 SC1' ALE = 1/4" = -0" NORTH ISSUE DATE: �n SEAL; SEPT 6, 2022 SEP 19 2IICC DRAWING FILE: 1 A104ATTICI=LPL _..._"'-----_.._..—._... .� DRAWING NO: Scli'hold T�1.vn Board of Trrlstees A — 1 Gustayson/Dundee COPYRIGHT ® 2022 ALL RIGHTS RESERVED CONSULTANTS. REVISIONS: ❑0 0 � 0111111 111111 IIITII IIITII HITT IJITII 111111 111111 1111 If IIITII I] 1 11 111111 11111 1 Mill Mill fill if If if 111111 11 IT III if if Hill 11 If if if III III III I I III III If IT I fill IIIIII III Dofill IIIIII 111111 111111 111111 111 . m❑ oa IMqqF If 1111 111111 1111 11 111111 11 11 IIITII III 1 11 IT 11 Jill 11111 111111 111111 111111 1111 11 1 IIITI 1111 111111 1 1 111111 Will III[ o❑ �o NS I IV, fill 11 11111111IT'll"1111111 III I 119,11,11111A 11 1 11 IT 11 11 IT 11 111111 11 IT 1 111111 11 lu�� 111111 11 it - - - - i 11111 11:1 Lill 11111111 111 - - - - - - - - - 00 0o i oo� OO O O O ❑:� WE) 21031 WDW21031 WDW21031WDH21031 WDH71031 Q❑ �% O 21 O21 ❑Oo ATTIC FL r � Li L.1 0 O PROJECT NAdIE: ® REPLACEMENT DWELLING o OttOMANELLI RESIDENCE ❑ O O 1=4 5 WTR4431 O O ® in M EGRESS EGRESS EGRESS EGRESS EGRESS H30410 H30410 N30410 H30410 H90410 -- - Q 250 MIDWAY ROAD 0 �, SOUTNOLD, NY 119'11 _ SEGOND FL 0 DRAWING TITLE: III If IT If� 1118 fill 11 Jill 11 11111 FRONT CEHST) ELEVATION soy �� ❑� I II l soy 1 Ll0 11 a Do m JE I ]ET DOo ❑ ❑ 1=10 o o, ❑ [T =o❑- 1 1® U ® . O Do 0 'd T� �Li 10 r o FIRST FL GRADE � � r c.• �.- I I I CLAPBOARD 6"TO WEATHER I — '--I— —IL— METAL LEADERS TO — - NEW DRYWELLS ` L--------------------------------1—r-------------J-----------------------------------------------------j' • t; I I I I — I PROJECT NO: 2202 `I SCALE: p ECE1V REV/SION N0: E FFP,ONT (E,45T) ELEVATION 2022 ISSUE DATE: 1 ( 1 SEAL: SEPT 6, 2022 I A2ml SCALE = 1/411 = 1'-m" LOOKINCz WEST DRAWING FILE:�---' /�,20lELEVATIONS Southold Town Board&Trustees DRAWING N0: 74 = _201 Gustayson/Dundes COPYRIGHT ® 2022 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: i II HII 11 fill 11 HII 11 fill 11 11111 ]fill fill 11 lilt 11 lilt 11 lilt 11 lilt 11 111] 11 11 lilt 11 illifil lilt if 111] 111 lilt 11 fill 11 fill 11 IIH 11 111111 111 11 IT 1111 if 1111 1111 11 1111 it 11 If 11 11111 11 o11111 fill[] 111111 lilt 11 lilt 11,111 �❑ III IIIIII 111111 11 111111111111111111 lilt ❑��� — U❑ MID-POINT OF ROOF 11111 fill 1111111 1 fill 11 111 �0❑ ❑0� \ 111111 111111 11 IT 11 11 IT 11 11 ITIl-11 o 0 \ \ \ Mo I3�\ 135 \ 135 \ KXI3 4CX13 41H ❑�O 11111 IIITIl HIT 11 1111 11 1111 11 111111 WITH JITT o�❑� ATTIC FL - PROJECT NAME.:STONE CHIMNEY REPLACEMENT DWELLING A ® ® O O EGRESS EGRESS EGRESS m OTTOM,ANELLI RESIDENCE �p EGRE99 EGRESSEGRESS EGRE99 UJDH244 WDH30410 UJDH30410 UGH30410 U01-130410U1DN30410 Jr, 1410 UJDH30410 O ® O 3" CORNER 250 MIDWAY ROAD CABLE RAILING 4— 0 BOARDS SECOND FL ° SOUTNOLD, NY 11971 POSTS ❑ DRAWING TITLE: � REAR CUJEST) ELEVATION CTR 2415 PTR 5515 CTR 2415 t ..}, ��, ❑ t _® t � CLAPBOARD SIDING® ® G J. (o TO IUEATHER tit . : � '. o Ns e ' ] 14" PIA LOAD BRCS. OA O O CWI35 Ps539 CW35LIC COLUMN HB .4G.--BY H .4G. W7H 040 Uk7N 0410 V,!W UCH Ec'0410 lfi'li 1.'ia, t 'I }� E3 ® d rEj P—L I I I I JE FIRST IFIL �OO=OOo a o o �� o 0 0 - -o }� GRADE I I I I STONE RISERS I I I I I t-------- ------------------------------1------------------------1-------J-1-------------------------------1---j PROJECT NO: 2202 SCALE: EC E 1 OD REVISION NO: E I REAP, (WEST) ELEVATION I t ISSUE DATE: �- F �} ? r SEAL: SEPT 6, 2022 202 SCALE - I/4 -- 1 -0 LOOKINCz EAST ! DRAWING FILE: 42021REARELEVATIC)N I DRAMINC N0: 6m..rd Oi Trustees 4 - 202 - 202 Gustayson/Dundee COPYRIGHT ® 2022 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: SHINGLE ROOF 1211 111111 11 IT HII IT III I IT If II-IT11-flITTI-11ITTI-TITT11 111111 11 IT 11 11 El-U.LEII I 1111 11 [1 11 1 lill 111111 111111 11111 [fill / 6� 11 11 111111 111111 11 fl 11 11 IT 11 11 ITJI-1111 U 11M 11TI i i B 7 6"TO WEATHER 71 4"CORNER — 1 BOARD � I 14"LOAD BRG COLUMN I I I I I I I I rl `7 r-, L-1 r i L-—————————————————————————————- L-——————————————————————————-—J I-———————————————————————————- E I FRONT (SOUTH) ELEVATION r 2 FE,4f;;Z (NOFT+4) ELEVATION LEFT SIDE (WEST) ELEVATION A205 SCALE = 1/4" = 1'-0" LOOKING NORTH A205 SCALE = 1/4" = 1'-0" LOOKING SOUTHA205 SCALE = 1/4" = I'-0" LOOKING EAST 1111 IIH 11 Hill 11 11 PROJECT NAME: 111111 1111 if fill 111111 fill 11 111111 111 1 11 111111 ]111 11 111111 1111 11 1111 11 IIITII 111111 111111 REPLACEMENT DWELLING HII 111111 111111 111111 111111 lITII OTTOMANELLI RESIDENCE 1111 11 If 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 ITH 11 ITII 11 ITTI 1ITT-11-TITT1111 WOOD rENCE 11111111 ITIl 11 250 MIDWAY ROAD I,-91!" 1=71 1 4'-0" 11l'-93" — — SOUTHOLD, NY IIS-II —_— DRANINC TITLE: 4' I " I _ f"' _ POOL CABANA PLANS AND • I 14"LOAD BRG COUNTER --------------------- I ELEVATIONS COMPACTED BACKFILL COLUMN -------- m m I------------------------- CLAPBOARD ILE I 6"TO WEATHER a POUJ. RM. ---- ———————————————————— ——J Ij11 I � I II I I IIIIII I I I III i I DDLiQl III I BLUESTONE I II I I I - I = m L---------------------------J I I — — — — — — — — — — J III 14"LOAD BRG I–– __I� COLUMN I �� PROJECT N0: L - - - - - - - - - - - - - J – ----- –––– J 2202 -- -- E 4 FIGHT SIDE (EAST) ELEVATION SALE: A205 SCALE = 1/4" = 1'-0" LOOKING WEST E EU" r REVISION NO: 1ti' ISSUE DATE: P I FLOOfR i=L,4N P 2 FOOTING i=L,4N ,r SEAL: SEPT (o, 2022 S"EE P, 1 2022 A205 SCALE = 1/4" = 1'-0" A205 SCALE = 1/4" = I'-0" f DRAIIlNC FILE: -� ,4205FOOLCAISANA SoFft,old Town DRANINC NO: Bozrd of Trustees __ A _ 2 05